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HomeMy WebLinkAboutEx8_Drainage Control Plan (PP-06)11 0 m d 00 ad 0 / 0 0 / ro M Orn o N 00� E to M W / N LZ0- A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M. l \ \ \ \ TMH �\ \ TMH \ ��� a JB o / M v S\ 130T \\ , H ST n SCALE: 1 " = 40' 40 20 0 40 80 CONTOUR INTERVAL = 2' LEGEND D------ w- s NO. w BY 0 • .............. EXISTING STORM DRAINAGE EXISTING SANITARY SEWER EXISTING WATER MAIN PROPOSED 12"0 STORM DRAINAGE PROPOSED BASIN LINE TRACT J STORM DRAINAGE FACILILTY DETENTION REQUIRED: DETENTION PROVIDED WATER QUALITY REQUIRED WATER QUALITY PROVIDED 65,000 CF 75,000 CF 4,000 CF (CARTRIDGE) 4,800 CF (CARTRIDGE) DRAINAGE NOTES: 1. FOOTING AND ROOF DRAIN PIPES NOT SHOWN FOR CLARITY. 2. THE GEOTECHNICAL REPORT DESCRIBES A LAYERING OF SOIL TYPES WHICH SUGGESTS GROUND WATER WILL DISCHARGE AT CERTAIN ELEVATIONS WITHIN THE SITE. ADDITIONAL GROUNDWATER COLLECTION PIPES WILL BE REQUIRED. THESE PIPES ARE NOT SHOWN FOR CLARITY. 3. THE STORM WATER CONTROL VAULT SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. 4. THE WATER QUALITY SYSTEM WILL UTILIZE A PROPRIETARY FILTER CARTRIDGE SYSTEM. REVISIONS NO. DESCRIPTION/DATE BY 0 FIRST SUBMITTAL 03/27/2017 ESM 0. G OF WASH/ l � r FFG 24598 F /STV" ss�ONgL ENG�� IT t� 3 - U J M O co co MLo v -t t L S Q ^ LL Q � 0 l a a Lu U ®LOf ` C W U A �_0 C C z w G 2! LO 0 W N co oaoi G 500 E z _ Q O rn �o o �> Q Ei-:2J O o X00_ _ _0 a0 Ov _ �0 Ucou- E — N O, L 3 3 q) � L �O rn3: C W U •� : ._ 7 0 0- Z 0 Z c/) N Lu� U J J O I Z LLJ z z 2 g 0- 3: 0 - OO 0 J � W � z / W 0 z W O0 Q z � Z w LL z W — � J J Z m 0 Z < W w WLL. 0 0 JOB NO.: 1938-001-016 DWG. NAME: PP -06 DESIGNED BY: PDG DRAWN BY: DCL CHECKED BY: DATE: 3/27/2017 DATE OF PRINT. PP -06 6 OF 7 SHEETS